New Aspects Concerning Inelastic Instability of Steel Structures

by B. Thurlimann,


Serial Information: Journal of the Structural Division, 1960, Vol. 86, Issue 1, Pg. 99-120


Document Type: Journal Paper

Abstract:

Recent developments in field of column and plate buckling; column-buckling problem has been solved for entire elastic and inelastic range; linear buckling theory is considered unable to predict static strength of plate girders.



Subject Headings: Steel structures | Inelasticity | Buckling | Columns | Plate girders | Linear functions | Elastic analysis | Plates | Statics (mechanics)

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